悬索桥并列双吊索整体风振特性与气动阻尼研究

通过并列耦合双吊索节段模型的整体测振与测力风洞试验,研究不同间距下双吊索的整体振动行为与气动阻尼特性。引入驰振气动阻尼非线性项的动力方程模型,得到非线性振动的近似解析方法。基于弹性悬挂节段模型动力响应识别出驰振非线性气动参数,并与经典单自由度驰振理论结果进行对比分析。研究结果表明:并列耦合双吊索在一定工况下会发生剧烈的整体尾流致振现象,结构阻尼比对其起振风速影响明显;经典驰振理论求得的气动负阻尼绝对值要小于识别得到的气动负阻尼绝对值,横、顺风向两自由度耦合失稳较单自由度驰振更易发生。     

高速公路连续箱梁桥独柱墩横向抗倾覆计算及安全性评估

连续梁桥由于结构刚度大、桥面变形小、动力性能好、变形曲线平顺、有利于高速行车等优点,是中小型桥梁的主要结构形式之一,得到了广泛的应用和发展。但是由于超载、偏载以及支座布置不合理等原因,近年来我国连续梁桥出现了多例整体失稳的事故,且事故大多出现在独柱墩连续梁桥上。针对最近发生的独柱墩桥梁倾覆事件,采用有限元程序Midas Civil对拟建的武深高速公路项目中连续箱梁桥独柱墩抗倾覆系数及独柱墩处箱梁支座转角进行验算,并与规范及《广东省高速公路独柱墩连续箱梁桥横向抗倾覆安全性评估验算指导意见》中要求的指标进行对比,对连续箱梁桥独柱墩横向抗倾覆安全性进行合理评估。     

山区公路沿河路基动态失稳机理研究综述(1)——水在岩土体中的渗流

针对以往山区公路沿河路基失稳破坏的研究限于地表水对路基的冲刷作用而并没有揭示出沿河路基内在失稳机理这一局限性,从水在岩土体中的渗流这一角度出发,概述沿河路基岩土体内的孔隙压力及渗透压力发生变化而使岩土体发生变形破坏及地下水对岩土体的各种不良作用.     

电喷发动机怠速游车的故障分析

以电子燃油喷射发动机怠速控制理论为基础，结合一辆丰田CAMRY怠速游车严重，一辆三菱PAJERO越野车加速无力、怠速游车且游车时车速变化较为缓慢，一辆三菱PAJERO越野车怠速不稳、排气管冒黑烟等故障实例，详细分析了进气系统、供油系统、点火系统、电控系统工作状况对车辆怠速游车的影响。     

立交桥加筋土挡土墙失稳分析及工程加固设计

描述了某立交桥两端引道采用加筋土挡土墙的现状 ,分析了加筋土挡土墙失稳的原因 ,并对稳定性进行了分析 ,通过计算结果分析 ,给出了结论、建议及实施效果     

Mesoscale subduction at the Almeria–Oran front: Part 1: Ageostrophic flow

This paper presents a detailed diagnostic analysis of hydrographic and current meter data from three, rapidly repeated, fine-scale surveys of the Almeria–Oran front. Instability of the frontal boundary, between surface waters of Atlantic and Mediterranean origin, is shown to provide a mechanism for significant heat transfer from the surface layers to the deep ocean in winter. The data were collected during the second observational phase of the EU funded OMEGA project on RRS Discovery cruise 224 during December 1996. High resolution hydrographic measurements using the towed undulating CTD vehicle, SeaSoar, traced the subduction of Mediterranean Surface Water across the Almeria–Oran front. This subduction is shown to result from a significant baroclinic component to the instability of the frontal jet. The Q-vector formulation of the omega equation is combined with a scale analysis to quantitatively diagnose vertical transport resulting from mesoscale ageostrophic circulation. The analyses are presented and discussed in the presence of satellite and airborne remotely sensed data; which provide the basis for a thorough and novel approach to the determination of observational error.     

基坑失稳及加固措施技术分析

基坑在支护完成后放置过程中，会出现局部变形过大和失稳现象。为解决变形和失稳问题分别采取了处理措施。经处理后变形过大的区段得到了有效控制，基坑顺利完成了后续施工。     

Eco-driver training within the City of Calgary’s municipal fleet: Monitoring the impact

This article highlights eco-driving as an available policy option to reduce climate altering GHG emissions. Recognizing the need to reduce the environmental impact of its fleet operations, the City of Calgary is a leader in developing programs and policies that aim to reduce GHG emissions and associated pollutants resulting from the use of fossil fuels. Among local action taken against climate change, the City sought to quantify CO₂ emissions reductions from their municipal fleet as a result of eco-driver training, with a specific focus on engine idling. Fifteen drivers from the Development & Building Approvals Business Unit had in-vehicle monitoring technology (CarChips®) installed into their vehicles as part of a three-phase research process. The results show that gasoline and hybrid vehicles decreased average idling between 4% and 10% per vehicle per day, leading to an average emissions decrease of 1.7 kg of CO₂ per vehicle per day.     

某斜坡堤护面块体失稳分析

分析了导致某电厂防波堤护面块体失稳的几点原因，论述为保证防波堤的安全，除了合理的设计外，工程的施工质量应引起足够重视，并应对施工过程予以有效控制。     

边坡失稳对两岔河大桥影响数值分析

以两岔河大桥工程为研究对象,采用ABAQUS软件,基于有限元—离散元耦合分析技术,建立能够精确反映地形地质条件的精细地质力学模型。在此基础上,建立数值分析模型,对上游侧陡崖边坡破坏模式以及上游侧陡崖失稳对邻近桥梁安全影响进行分析。研究结果表明:上游侧陡崖边坡的破坏模式是错落式破坏;上游侧陡崖边坡失稳后,破坏岩体将可能撞击桥梁墩台底部,从而导致桥梁垮塌;并根据破坏模式给出了相应的整治建议措施。